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首页> 外文期刊>Engineering Geology >Highway stormwater runoff in karst areas—preliminary results of baseline monitoring and design of a treatment system for a sinkhole in Knoxville, Tennessee
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Highway stormwater runoff in karst areas—preliminary results of baseline monitoring and design of a treatment system for a sinkhole in Knoxville, Tennessee

机译:喀斯特地区的高速公路雨水径流—田纳西州诺克斯维尔的基线监测和污水处理系统设计的初步结果

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Groundwater is vulnerable to contamination inkarst areas where higheay stormwater runoff may flow directlyinto karst aquifers with little or no natural attenuation andtransport highway-derived contaminants rapidly from sinkholesto locations in the aquifer. The primary goal of this investigationis the development and evaluation of practical remedial measuresfor treating highway runoff draining into sinkholes. Field testingsites are located in Knoxville, TN, and Frederick, MD. This paperpresents a summary of preliminary results of baseline monitoringin Knoxville. Quantitative dye tracing and hydrograph analyseshave demonstrated that water draining into the I-40/I-640sinkhole passes through a phreatic conduit and resurges atHolston Spring ca 128 m (420 ft) from the sinkhole. Stormwaterquantity has been monitored continuously for more than 1.5 years,and runoff quality has been monitored during a storm event. Formost of the contaminants analyzed, peak contaminant loading atHolston Spring lagged behind the peak at the sinkhole byapproximately 1 hour. The movement of stormwater from othersinkholes in the drainage basin to Holston Spring is regulated bypartial blockage of the conduit-dominated flow system. Urbandevelopment of the karst terrane in eastern Knoxville may beresponsible for this observed phenomenon. A pilotscalestormwater runoff treatment system has been designed using peat,sand, and rock to remove contaminants by sedimentation,filtration, and adsorption.
机译:地下水易受喀斯特地区污染的影响,在这些地区,高降雨雨水径流可能很少或没有自然衰减直接流入喀斯特含水层,并且高速公路产生的污染物会迅速从含水层的下沉孔中传输出去。这项调查的主要目的是开发和评估用于处理高速公路径流排入污水坑的实际补救措施。现场测试站点位于田纳西州诺克斯维尔和马里兰州弗雷德里克。本文总结了诺克斯维尔基线监测的初步结果。定量的染料示踪和水位图分析表明,排入I-40 / I-640污水池的水通过潜水导管,并在距污水池约128 m(420 ft)的Holston Spring处重新冲刷。连续监测雨水量超过1.5年,并在暴风雨期间监测径流质量。对于大多数已分析的污染物,霍尔斯顿温泉的污染物峰值负载落后于下沉孔的峰值约1小时。雨水从流域其他洞口到Holston Spring的运动受导管为主的水流系统的部分阻塞的调节。诺克斯维尔东部的喀斯特地貌的城市发展可能是造成这种现象的原因。设计了一个中试规模的雨水径流处理系统,该系统使用泥炭,沙子和岩石通过沉淀,过滤和吸附去除污染物。

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